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The invention relates to a novel city watercourse bank protection structure. The invention aims to provide the novel city watercourse bank protection structure with small occupied space, stable structure, safety, reliability and lower cost. The invention has the technical scheme that according to the novel city watercourse bank protection structure, bank protection bearing structures are arranged on two sides of a city watercourse, and waist beams are casted, tightly close to the bank protection bearing structures, on the bottom part of the watercourse; the novel city watercourse bank protection structure is characterized in that a plurality of groups of concrete support girders are arranged between the waist beams on two sides of the watercourse; vertically arranged concrete support walls are respectively casted between two ends of each group of support girders and each waist beam; the lower ends of the concrete support walls go deep into the bottom part of the watercourse, and the upper ends of the concrete support walls are higher than the waist beams; concrete piles and concrete retaining walls are arranged between the higher parts of the concrete support walls and the bank protection bearing structures on the same side.
The invention relates to a novel city watercourse bank protection structure. The invention aims to provide the novel city watercourse bank protection structure with small occupied space, stable structure, safety, reliability and lower cost. The invention has the technical scheme that according to the novel city watercourse bank protection structure, bank protection bearing structures are arranged on two sides of a city watercourse, and waist beams are casted, tightly close to the bank protection bearing structures, on the bottom part of the watercourse; the novel city watercourse bank protection structure is characterized in that a plurality of groups of concrete support girders are arranged between the waist beams on two sides of the watercourse; vertically arranged concrete support walls are respectively casted between two ends of each group of support girders and each waist beam; the lower ends of the concrete support walls go deep into the bottom part of the watercourse, and the upper ends of the concrete support walls are higher than the waist beams; concrete piles and concrete retaining walls are arranged between the higher parts of the concrete support walls and the bank protection bearing structures on the same side.
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